Technical Papers
Aug 19, 2024

Multirate UKF Damage Identification Based on Computer Vision Monitoring of Ship–Bridge Collisions

Publication: Journal of Bridge Engineering
Volume 29, Issue 11

Abstract

When a ship–bridge collision occurs, prompt assessment of substructure damage is crucial. This study presents a novel approach for ship–bridge collision damage identification, addressing challenges inherent in traditional monitoring systems. The method overcomes issues such as complex installation, low efficiency, and high costs through a unique combination of the unscented Kalman filter (UKF) and computer vision technique. The approach exerts the structural equation of motion to derive a multirate UKF in the impact process, thereby identifying the stiffness of structures. Displacement and acceleration are fused to enhance the sampling rate of vision-measured displacement. Firstly, it monitors low sampling rate displacements on piers using computer vision, complemented by high-rate accelerometer data at the collision point. Secondly, displacement and acceleration data are integrated using a multirate UKF, addressing the challenge of image storage pressure associated with vision-based measurements. Finally, validation using finite-element and experimental models confirms the effectiveness of the approach in identifying substructure stiffness and recovering lost vibration characteristics. In experiment validation, the influence of computer vision algorithms and camera shooting distance on displacement monitoring and stiffness identification is also discussed separately. This approach provides a cost-effective and efficient solution for ship–bridge collision damage identification, contributing to advancements in the field of ship–bridge collision monitoring.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful for the funding support of the National Natural Science Foundation of China (U22A20231 and U1709207).

References

An, Y., E. Chatzi, S.-H. Sim, S. Laflamme, B. Blachowski, and J. Ou. 2019. “Recent progress and future trends on damage identification methods for bridge structures.” Struct. Control Health Monit. 26 (10): e2416. https://doi.org/10.1002/stc.2416.
Bai, Y., A. Demir, A. Yilmaz, and H. Sezen. 2024. “Assessment and monitoring of bridges using various camera placements and structural analysis.” J. Civ. Struct. Health Monit. 14 (2): 321–337. https://doi.org/10.1007/s13349-023-00720-6.
Cai, W., W. Xie, and T. He. 2023. “KCF-based identification approach for vibration displacement of double-column bents under various earthquakes.” Struct. Control Health Monit. 2023: 8320620. https://doi.org/10.1155/2023/8320620.
Cha, Y. J., J. G. Chen, and O. Buyukozturk. 2017. “Output-only computer vision based damage detection using phase-based optical flow and unscented Kalman filters.” Eng. Struct. 132: 300–313. https://doi.org/10.1016/j.engstruct.2016.11.038.
Consolazio, G. R., and D. R. Cowan. 2005. “Numerically efficient dynamic analysis of barge collisions with bridge piers.” J. Struct. Eng. 131 (8): 1256–1266. https://doi.org/10.1061/(asce)0733-9445(2005)131:8(1256).
Cross, E. J., K. Y. Koo, J. M. W. Brownjohn, and K. Worden. 2013. “Long-term monitoring and data analysis of the Tamar bridge.” Mech. Syst. Sig. Process. 35 (1–2): 16–34. https://doi.org/10.1016/j.ymssp.2012.08.026.
Dong, C.-Z., and F. N. Catbas. 2019. “A non-target structural displacement measurement method using advanced feature matching strategy.” Adv. Struct. Eng. 22 (16): 3461–3472. https://doi.org/10.1177/1369433219856171.
Dong, C.-Z., and F. N. Catbas. 2021. “A review of computer vision-based structural health monitoring at local and global levels.” Struct. Health Monit. Int. J. 20 (2): 692–743. https://doi.org/10.1177/1475921720935585.
Fan, W., Y. Z. Liu, B. Liu, and W. Guo. 2016. “Dynamic ship-impact load on bridge structures emphasizing shock spectrum approximation.” J. Bridge Eng. 21 (10): 04016057. https://doi.org/10.1061/(asce)be.1943-5592.0000929.
Feng, D., and M. Q. Feng. 2016. “Vision-based multipoint displacement measurement for structural health monitoring.” Struct. Control Health Monit. 23 (5): 876–890. https://doi.org/10.1002/stc.1819.
Feng, D., and M. Q. Feng. 2017. “Experimental validation of cost-effective vision-based structural health monitoring.” Mech. Syst. Sig. Process. 88: 199–211. https://doi.org/10.1016/j.ymssp.2016.11.021.
Ghyabi, M., L. C. C. Timber, G. Jahangiri, D. Lattanzi, H. W. W. Shenton Iii, M. J. J. Chajes, and M. H. H. Head. 2023. “Vision-based measurements to quantify bridge deformations.” J. Bridge Eng. 28 (1): 05022010. https://doi.org/10.1061/(asce)be.1943-5592.0001960.
Guo, J., and J. X. He. 2020. “Dynamic response analysis of ship-bridge collisions experiment.” J. Zhejiang Univ.-Sci. A 21 (7): 525–534. https://doi.org/10.1631/jzus.A1900382.
Guo, J., J. Wu, and T. Wang. 2022. “Prediction of local scour depth of sea-crossing bridges based on the energy balance theory.” Ships Offshore Struct. 17 (11): 2574–2587. https://doi.org/10.1080/17445302.2021.2005362.
Guo, J., C. Zhong, K. Ma, and Y. Shen. 2023. “A comparative study of dynamic responses of coastal long-span bridge under typhoon with different crossing paths.” Int. J. Struct. Stab. Dyn. 23 (16N18): 2340021, https://doi.org/10.1142/s0219455423400217.
Im, S. B., S. Hurlebaus, and Y. J. Kang. 2013. “Summary review of GPS technology for structural health monitoring.” J. Struct. Eng. 139 (10): 1653–1664. https://doi.org/10.1061/(asce)st.1943-541x.0000475.
Jianbo, S., and C. Tomasi. 1994. “Good features to track.” In Proc., 1994 IEEE Computer Society Conf. on Computer Vision and Pattern Recognition (Cat. No.94CH3405-8), 593–600. Piscataway, NJ: IEEE.
Khuc, T., and F. N. Catbas. 2017a. “Completely contactless structural health monitoring of real-life structures using cameras and computer vision.” Struct. Control Health Monit. 24 (1): e1852. https://doi.org/10.1002/stc.1852.
Khuc, T., and F. N. Catbas. 2017b. “Computer vision-based displacement and vibration monitoring without using physical target on structures.” Struct. Infrastruct. Eng. 13 (4): 505–516. https://doi.org/10.1080/15732479.2016.1164729.
Kim, J., K. Kim, and H. Sohn. 2014. “Autonomous dynamic displacement estimation from data fusion of acceleration and intermittent displacement measurements.” Mech. Syst. Sig. Process. 42 (1–2): 194–205. https://doi.org/10.1016/j.ymssp.2013.09.014.
Lei, Y., X. Li, J. Huang, and L. Liu. 2021. “Simultaneous assessment of damage and unknown input for large structural systems by UKF-UI.” J. Eng. Mech. 147 (10): 04021080. https://doi.org/10.1061/(asce)em.1943-7889.0001981.
Lei, Y., D. Xia, K. Erazo, and S. Nagarajaiah. 2019. “A novel unscented Kalman filter for recursive state-input-system identification of nonlinear systems.” Mech. Syst. Sig. Process. 127: 120–135. https://doi.org/10.1016/j.ymssp.2019.03.013.
Li, D., and Y. Wang. 2022. “Constrained unscented Kalman filter for parameter identification of structural systems.” Struct. Control Health Monit. 29 (4): e2908. https://doi.org/10.1002/stc.2908.
Luo, K., X. Kong, X. Wang, T. Jiang, G. T. Froseth, and A. Ronnquist. 2023a. “Cable vibration measurement based on broad-band phase-based motion magnification and line tracking algorithm.” Mech. Syst. Sig. Process. 200: 110575. https://doi.org/10.1016/j.ymssp.2023.110575.
Luo, K., X. Kong, J. Zhang, J. Hu, J. Li, and H. Tang. 2023b. “Computer vision-based bridge inspection and monitoring: A review.” Sensors 23 (18): 7863. https://doi.org/10.3390/s23187863.
Luo, L., and M. Q. Feng. 2018. “Edge-enhanced matching for gradient-based computer vision displacement measurement.” Comput.-Aided Civ. Infrastruct. Eng. 33 (12): 1019–1040. https://doi.org/10.1111/mice.12415.
Ma, Z., J. Choi, P. Liu, and H. Sohn. 2022. “Structural displacement estimation by fusing vision camera and accelerometer using hybrid computer vision algorithm and adaptive multi-rate Kalman filter.” Autom. Constr. 140: 104338. https://doi.org/10.1016/j.autcon.2022.104338.
Ma, Z., J. Choi, and H. Sohn. 2023. “Three-dimensional structural displacement estimation by fusing monocular camera and accelerometer using adaptive multi-rate Kalman filter.” Eng. Struct. 292: 116535. https://doi.org/10.1016/j.engstruct.2023.116535.
Ngeljaratan, L., and M. A. Moustafa. 2020. “Structural health monitoring and seismic response assessment of bridge structures using target-tracking digital image correlation.” Eng. Struct. 213: 110551. https://doi.org/10.1016/j.engstruct.2020.110551.
Rinaldi, C., J. Ciambella, and V. Gattulli. 2022. “Image-based operational modal analysis and damage detection validated in an instrumented small-scale steel frame structure.” Mech. Syst. Sig. Process. 168: 108640. https://doi.org/10.1016/j.ymssp.2021.108640.
Smyth, A., and M. Wu. 2007. “Multi-rate Kalman filtering for the data fusion of displacement and acceleration response measurements in dynamic system monitoring.” Mech. Syst. Sig. Process. 21 (2): 706–723. https://doi.org/10.1016/j.ymssp.2006.03.005.
Wang, M., W. K. Ao, J. Bownjohn, and F. Xu. 2022a. “A novel gradient-based matching via voting technique for vision-based structural displacement measurement.” Mech. Syst. Sig. Process. 171: 108951. https://doi.org/10.1016/j.ymssp.2022.108951.
Wang, M., W. K. Ao, J. Bownjohn, and F. Xu. 2022b. “Completely non-contact modal testing of full-scale bridge in challenging conditions using vision sensing systems.” Eng. Struct. 272: 114994. https://doi.org/10.1016/j.engstruct.2022.114994.
Wu, M., and A. W. Smyth. 2007. “Application of the unscented Kalman filter for real-time nonlinear structural system identification.” Struct. Control Health Monit. 14 (7): 971–990. https://doi.org/10.1002/stc.186.
Xin, Y., J. Li, H. Hao, N. Yang, and C. Li. 2022. “Time-varying system identification of precast segmental columns subjected to seismic excitations.” J. Bridge Eng. 27 (4): 04022013. https://doi.org/10.1061/(asce)be.1943-5592.0001848.
Xu, Y., J. Brownjohn, and D. Kong. 2018. “A non-contact vision-based system for multipoint displacement monitoring in a cable-stayed footbridge.” Struct. Control Health Monit. 25 (5): e2155. https://doi.org/10.1002/stc.2155.
Xu, Y., J. M. W. Brownjohn, and F. Huseynov. 2019. “Accurate deformation monitoring on bridge structures using a cost-effective sensing system combined with a camera and accelerometers: Case study.” J. Bridge Eng. 24 (1): 05018014. https://doi.org/10.1061/(asce)be.1943-5592.0001330.
Yang, J. N., S. Lin, H. Huang, and L. Zhou. 2006. “An adaptive extended Kalman filter for structural damage identification.” Struct. Control Health Monit. 13 (4): 849–867. https://doi.org/10.1002/stc.84.
Yang, J. N., S. Pan, and H. Huang. 2007. “An adaptive extended Kalman filter for structural damage identifications II: Unknown inputs.” Struct. Control Health Monit. 14 (3): 497–521. https://doi.org/10.1002/stc.171.
Yoon, H., H. Elanwar, H. Choi, M. Golparvar-Fard, and B. F. Spencer Jr. 2016. “Target-free approach for vision-based structural system identification using consumer-grade cameras.” Struct. Control Health Monit. 23 (12): 1405–1416. https://doi.org/10.1002/stc.1850.
Zhao, J., Y. Bao, Z. Guan, W. Zuo, J. Li, and H. Li. 2019. “Video-based multiscale identification approach for tower vibration of a cable-stayed bridge model under earthquake ground motions.” Struct. Control Health Monit. 26 (3): e2314. https://doi.org/10.1002/stc.2314.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 11November 2024

History

Received: Feb 2, 2024
Accepted: Jun 17, 2024
Published online: Aug 19, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 19, 2025

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, Institute of Bridge Engineering, Zhejiang Univ. of Technology, Hangzhou 310023, China; State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong Univ., Chengdu 611756, China (corresponding author). ORCID: https://orcid.org/0000-0003-3605-2999. Email: [email protected]
Zejun Liang [email protected]
Master’s Student, Institute of Bridge Engineering, Zhejiang Univ. of Technology, Hangzhou 310012, China. Email: [email protected]
Kaijiang Ma [email protected]
Ph.D. Candidate, Institute of Bridge Engineering, Zhejiang Univ. of Technology, Hangzhou 310012, China. Email: [email protected]
Postdoctoral Associate, Institute of Bridge Engineering, Zhejiang Univ. of Technology, Hangzhou 310012, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share